Probabilistic characterisation of rock mass deformation modulus from P-wave velocity based on information criteria

Author:

Zhang Qi12ORCID,Huang Xianbin34,Guo Xiaokang1,Wang Ning1,Zhang Guozhu5,Pei Yuechao1

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing, People’s Republic of China

2. State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou, People’s Republic of China

3. Shanghai Municipal Engineering Design Institute (Group) Co., Ltd, Shanghai, People’s Republic of China

4. Department of Geotechnical Engineering, Tongji University, Shanghai, People’s Republic of China

5. School of Transportation, Southeast University, Nanjing, People’s Republic of China

Funder

National Natural Science Foundation of China

State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology

Publisher

Informa UK Limited

Reference98 articles.

1. Optimised multivariate Gaussians for probabilistic subsurface characterisation

2. Estimation of limestone rock mass deformation modulus using empirical equations

3. Akaike, H. 1973. “Information Theory and an Extension of the Maximum Likelihood Principle.” In The Second International Symposium on Information Theory, edited by B. N. Pertaran, and F. Csaaki, 267–281. Budapest, HU: Acadeemiai Kiadi.

4. A simple regression based approach to estimate deformation modulus of rock masses

5. Ang, A. H. S., and W. H. Tang. 2007. Probability Concepts in Engineering: Emphasis on Applications to Civil and Environmental Engineering. Hoboken, NJ: John Wiley & Sons.

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